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《Underground Space》 2002-02
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Research cn Lateral Earth Pressuer of Cofferdam Bracing Structure Using Reinforced Piles

GONG Quan-mei etal  
ln this paper.through the model test the laws of lateral earth pressure variation with excavation process and influencing scope with excavation depth are obtained. There is a critical depth. when the excavation depth is srnaller thcn the influencing scope, it will change quickly, and it will change slowly. when the excavation depth is greater.
【Fund】: 上海市曙光计划研究项目
【CateGory Index】: TU411
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Chinese Journal Full-text Database 10 Hits
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【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 Zhang Bin~(1,2) Li Guangxin~1 Yang Junfeng~2(1.Department of Hydraulic Engineering,Tsinghua University,Beijing 100084;2.AVIC Institute of Geotechnical Engineering,Beijing 100098 China);The Design and Actualization for the Model Experiment on Underground Water Uplift Action Mechanism[J];Geotechnical Engineering Technique;2006-03
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